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YGAI.15 <br />PENFLOW ANALYSIS WORKSHEET <br />4UL OLDAKER- HYDROLOGIST/HYDROGEOLOGIST <br />PDATE= 29 AUGUST 1989 <br />ALL YoASi A -6 <br />'sST DATE ~?i DFG~C7/3E/1 /990 <br />35T $ f <br />~OJECT YOAST <br />~IENT PF~/~or~Y GOAL GO• <br />264 <br />T = -------------- <br />s ft / Qw gpm <br />YHAT ( s / Qw ) _ ~G. 37G * log t + -~,.5 $ 3 <br />rz = ~r 9~f <br />T = - -------264---------- _ .~S 5~`~ 3 7i = ='S, <br />qpd/ft <br />to <br />S = 2.25 * T * --------- <br />rwz <br />min/1,440 min/day <br />S = 2.25*( gpd/ft /7.4805 gal/f t3 )*----------------- <br />( ft )~ <br />5 = <br />r2 * S <br />u = ---------- _< 0.01 CHECK STRAIGHTLINE/STEADY STATE ASSUMPTION <br />4 * T * t <br />u = <br />u = <br />b = <br />K = <br />k = <br />------------------------------------ - -------------------- <br />4*( % ~s//7.4805)*( ~55...Jn /1440) 4*( 3~5/sj4)*( D,/f~a~i) <br />Y <br />~~,~~ ft <br />T / b = ( ~S,s/ <br />/33~~~..3j~-y~3~'~ <br />gpd/ft )/( //,/ ft) _ ~,3(J gpd/f t2 <br />K * (1,000 and / 18.2 gpd/ftz) _ _ <br />7-3-6 <br />and <br />• <br />L~ <br />• <br />